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1.
针对目前广泛应用于地下流体水位观测中的投入式水位仪存在稳定性差、零漂大等缺点,研制采用智能型绝对值多圈光电编码器的浮子式数字水位仪,介绍其工作原理和仪器结构,并给出仪器性能的实验测试结果,发现其具有高分辨率、高稳定性和低零漂的特点.  相似文献   

2.
分析了采用"延时法"标定水位带来的不便和产生的误差,总结了新的标定方法—"探头升降法"标定仪器的原理和操作方法,经过几个台站的反复实验,效果很好,精度达99%,有推广价值。  相似文献   

3.
WSQ-1型电涡流自记水管倾斜仪的研制   总被引:1,自引:0,他引:1       下载免费PDF全文
刘长恩  钟菊林 《地震学报》1984,6(1):111-120
为了连续记录地壳长期倾斜运动和进行固体潮的观测研究,我们设计制造了 WSQ-1型电涡流自记水管倾斜仪.该仪器缸体采用浮子--横臂结构,并在设计中考虑了温度补偿.为本仪器专门研制的 WQB-B-1000型电涡流位移变换器是一种非接触式传感器,它具有灵敏度高、动态范围宽、稳定性好、对浮子导向要求低等优点.这种传感器的采用,简化了仪器结构,并保证了整机的良好性能.仪器输出两缸体的水位差与水位和信号,前者即测得的倾斜信号,而后者不仅作为整机稳定性指示,而且在利用位于水管中央的标定器进行标定时作为标定信号.测试和试记录证明,仪器格值优于5.10-9rad/mm(水管长度30m),测量水位差范围1mm(不需调整),平均漂移优于310-9rad/日,记录固体潮因子精度达0.003(M2波,88天).   相似文献   

4.
改进DD-1型地震仪标定方法的探讨   总被引:1,自引:0,他引:1  
82年9月17日正值我台DD—1地震仪标定期间,国家局地震所九室的夏恩山同志为了修改规范,提高地震观测质量,来我台主持DD—1的标定工作.标定过程中,使用了国家局分析预报中心最新研制的DZB—1型自动标定仪,作了一些新的尝试,为探讨进一步完善地震仪的标定工作作了一些有益的工作.一、DZB—1型自动标定仪DZB—1型自动标定仪是国家局82年上半年研制成功并通过鉴定的新仪器.该仪器的用途是对地震仪放大器—记录笔系统的幅频特性作分段标定和对地震仪系统进行脉冲标定.该仪器具有以下特  相似文献   

5.
针对投入式水位仪存在稳定性差、零漂大等缺点,研制浮子式JS-1数字水位仪,基于观测原理和仪器结构,在苏18井开展动水位观测实验,结果发现:JS-1数字水位仪在动水位观测中可行,产出数据质量优良,并且在对零漂控制、观测数据质量、观测精度等方面具有一定优势。  相似文献   

6.
BY标定遥测仪及其应用   总被引:1,自引:0,他引:1  
介绍用单片机控制的BY标定遥测仪。该仪器具有自动完成标定的功能,可广泛应用于我国地震系统的FSQ型浮子水管斜仪和工程测量中的静力水准遥测仪的格值标定。  相似文献   

7.
地震地下流体数字化观测初探   总被引:2,自引:0,他引:2  
魏汝庆  王华 《山西地震》2003,(1):14-17,26
“九五”期间,中国地震局在山东聊城水化站对地下流体学科数字化改造的7种仪器进行了试验,并于1999年11月通过验收,现已运行3a。为全面总结上述7种数字化仪器的运行情况,对各类仪器的优缺点做了综合评定,同时对多种数字化记录资料与模拟记录资料进行了对比分析,得出SD-3A型测氢仪、GWK-201型测氦仪、LN-3数字式水位仪工作性能较稳定、测值连续准确可靠的结论。  相似文献   

8.
为提高标定仪器的技术性能和功能,满足台网地震遥测系统分段标定的使用要求,研制了BD—1型标定信号发生器.该仪器采用比较先进的单板机技术,用数字合成的方法产生标定需要的十八点频正弦波信号.  相似文献   

9.
介绍了GWK-201型测氦仪的一种标定方法,该方法是采用SP-2304A型气相色谱仪的测值与其对比的办法来判定仪器的稳定性.然后介绍了一组标定实例,对有关问题进行了讨论.综合分析认为;该方法可信度高,操作简单,值得推广.  相似文献   

10.
《地震》1983,(6)
国家地震局科技监测司于1983年7月在北京召开了水位遥测仪鉴定会。 根据地震局总工作计划,国家地震局地质研究所承担了研制水位遥测仪的任务。1980年完成两台样机,于1981年5月在上海市地震局台网室与768工程配接。并在方案论证会上又进一步提出将水位遥测探头配以打印记录,以构成井边打印水位记录仪。1982年完成一个中心台(收端)和两个子台(发端)(即SSY-1型水位遥测仪)及两套原地打印记录的设备(即SSJ-1型数字水位记录仪)。仪器鉴定前,为了验证该机记录  相似文献   

11.
The Dengdengshan and Chijiaciwo faults situate in the northeast flank of Kuantanshan uplift at the eastern terminal of Altyn Tagh fault zone, striking northwest as a whole and extending 19 kilometers and 6.5 kilometers for the Dengdengshan and Chijiaciwo Fault, respectively. Based on satellite image interpretation, trenching, faulted geomorphology surveying and samples dating etc., we researched the new active characteristics of the faults. Three-levels of geomorphic surfaces, i.e. the erosion rock platform, terrace I and terrace Ⅱ, could be found in the northeast side of Kuantanshan Mountain. The Dengdengshan Fault dislocated all geomorphic surfaces except terrace I, and the general height of scarp is about 1.5 meters, with the maximum reaching 2.6 meters. Three paleoseismic events are determined since late Pleistocene through trenching, and the total displacement of three events is about 2.7 meters, the average vertical dislocation of each event changed from 0.5 to 1.2 meters. By collecting age samples and dating, the event Ⅰ occurred about 5ka BP, event Ⅱ occurred about 20ka BP, and event Ⅲ occurred about 35ka BP. The recurrence interval is about 15ka BP; and the vertical slip rate since the late Pleistocene is about 0.04mm/a. The Chijiaciwo Fault, however, dislocated all three geomorphic surfaces, and the general scarp height is about 2.0 meters with the maximum up to 4.0 meters. Three paleoseismic events are determined since late Pleistocene through trenching, and the total displacement of three events is about 3.25 meters, the average vertical dislocation of each event changed from 0.75 to 1.5 meters, and the vertical slip rate since the late Pleistocene is about 0.06mm/a. Although the age constraint of paleoearthquakes on Chijiaciwo Fault is not as good as that of Dengdengshan Fault, the latest event on Chijiaciwo Fault is later than Dengdengshan Fault's. Furthermore, we infer that the recurrence interval of Chijiaciwo Fault is 15ka BP, which is close to that of Dengdengshan Fault. The latest event on Chijiaciwo Fault is later than the Dengdengshan Fault's, and the vertical displacement and the slip rate of a single event in late Quaternary are both larger than that of Dengdengshan Fault. Additionally, a 5-kilometer-long discontinuity segment exists between these two faults and is covered by Quaternary alluvial sand gravel. All these indicate that the activity of the Chijiaciwo Fault and Dengdengshan Fault has obvious segmentation feature. The size of Chijiaciwo Fault and Dengdengshan Fault are small, and the vertical slip rate of 0.04~0.06mm/a is far smaller than that of Qilianshan Fault and the NW-striking faults in Jiuxi Basin. All these indeicate that the tectonic deformation of this region is mainly concentrated on Hexi Corrider and the interior of Tibet Plateau, while the activties of Chijiaciwo and Dengdengshan faults are characterized by slow slip rate, long recurrence interval(more than 10ka)and slow tectonic deformation.  相似文献   

12.
Beijing plain area has been always characterized by the tectonic subsidence movement since the Pliocene. Influenced and affected by the extensional tectonic environment, tensional normal faulting occurred on the buried NE-trending faults in this area, forming the "two uplifts and one sag" tectonic pattern. Since Quaternary, the Neocathaysian stress field caused the NW-directed tensional shear faulting, and two groups of active faults are developed. The NE-trending active faults include three major faults, namely, from west to east, the Huangzhuang-Gaoliying Fault, Shunyi Fault and Xiadian Fault. The NW-trending active faults include the Nankou-Sunke Fault, which strikes in the direction of NW320°~330°, with a total length of about 50km in the Beijing area. The northwestern segment of the fault dips SW, forming a NW-directed collapse zone, which controls the NW-directed Machikou Quaternary depression. The thickness of the Quaternary is more than 600 meters; the southeastern segment of the fault dips NE, with a small vertical throw between the two walls of the fault. Huangzhuang-Gaoliying Fault is a discontinuous buried active fault, a boundary line between the Beijing sag and Xishan tectonic uplift. In the Beijing area, it has a total length of 110km, striking NE, dipping SE, with a dip angle of about 50~80 degrees. It is a normal fault, with the maximum fault throw of more than 1 000m since the Tertiary. The fault was formed in the last phase of Yanshan movement and controls the Cretaceous, Paleogene, Neogene and Quaternary sediments.There are four holes drilled at the junction between Nankou-Sunhe Fault and Huangzhuang-Gaoliying Fault in Beijing area. The geographic coordinates of ZK17 is 40°5'51"N, 116°25'40"E, the hole depth is 416.6 meters. The geographic coordinates of ZK18 is 40°5'16"N, 116°25'32"E, the hole depth is 247.6 meters. The geographic coordinates of ZK19 is 40°5'32"N, 116°26'51"E, the hole depth is 500.9 meters. The geographic coordinates of ZK20 is 40°4'27"N, 116°26'30"E, the hole depth is 308.2 meters. The total number of paleomagnetism samples is 687, and 460 of them are selected for thermal demagnetization. Based on the magnetostratigraphic study and analysis on the characteristics of sedimentary rock assemblage and shallow dating data, Quaternary stratigraphic framework of drilling profiles is established. As the sedimentation rate of strata has a good response to the activity of the basin-controlling fault, we discussed the activity of target fault during the Quaternary by studying variations of deposition rate. The results show that the fault block in the junction between the Nankou-Sunhe Fault and the Huangzhuang-Gaoliying Fault is characteristic of obvious differential subsidence. The average deposition rate difference of fault-controlled stratum reflects the control of the neotectonic movement on the sediment distribution of different tectonic units. The activity of Nankou-Sunhe Fault shows the strong-weak alternating pattern from the early Pleistocene to Holocene. In the early Pleistocene the activity intensity of Huangzhuang-Gaoliying Fault is stronger than Nankou-Sunhe Fault. After the early Pleistocene the activity intensity of Nankou-Sunhe Fault is stronger than Huangzhuang-Gaoliying Fault. The activity of the two faults tends to consistent till the Holocene.  相似文献   

13.
李世林 《地震研究》1993,16(4):374-378
观测应力场的变化是预报地震较直接的途径之一。由于地下岩石介质力学性质及元件受力状态的复杂性,压磁式地应力测试系统能否测到地下应力的变化,是这种测量方法的核心问题之一。涉及到它在地震探索中的观测研究价值。嵩明台电感地应力观测装置,能感受到距测孔100米处抽水的影响。本文的分析表明,电感应力观测装置在满足规范要求时,能测到地应力场的变化,不失为一种较好的方法。最后给出了消除抽水干扰的方法。  相似文献   

14.
本文讨论了三种测定γ辐射仪自然底数的方法:水面法、铅屏法和水中法。理论及实验指出,目前国内外广泛使用的水面法和铅屏法难于获得正确的自然底数,指出了其错误之处,并给出了解决这些问题的途径。结果证明,本文提出的水中法是一种简单有效测定γ辐射仪自然底数的方法。只要水域直径在3 m以上,水深2 m,水中的放射性物质微弱,用此法可得到相当近似的自然底数。  相似文献   

15.
Cracks are widely developed along the edge of loess platforms in northwest China. Field surveys reveal that these cracks can be grouped into shallow and deeply penetrating ones. The former occur at a small distance from the platform edge, normally penetrate into the top unsaturated loess with the penetration depth being controlled by the joints in loess. The latter penetrate deeper into the saturated loess farther away from the platform edge. These cracks control the inflow and drainage of irrigation water. The shallow penetrating crack can fail as a slide or fall with a volume of up to hundreds of cubic meters. The deeply penetrating crack can fail as a flow‐like landslide with a volume of thousands of cubic meters or more. A full‐scale field test simulating irrigation on the platform surface was conducted. The two types of crack can be interconnected so that the water applied in the test finally flowed into the deep crack and was discharged from the platform. Analysis of soil stress states and the results of field test show that the deeply‐penetrating cracks could have both positive as well as negative effects on slope stability. On the one hand, water can flow more freely in the cracks, and the loess could be saturated and trigger a landslide. On the other hand, the water can drain more easily along the crack and slope stability could be enhanced as the groundwater level is suppressed. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

16.
本文利用1981年9——10月在河北省滦县震群中发生的三次双震的近场数字记录,求出了在很短时间间隔内连续发生的二次破裂在空间上的距离之差为100m左右,并估计了这样的破裂之间的传播速度.   相似文献   

17.
塔里木地块侏罗、白垩纪的古地磁   总被引:5,自引:0,他引:5       下载免费PDF全文
本文对塔里木地块西北缘库车、拜城一带中新生代剖面进行了古地磁研究。库车与拜城两剖面具有不同方向产状,经产状校正之后,均为同一方向,表明磁性是在第三系褶皱之前获得的。热退磁结果表明500℃之前为现代地磁场方向,解阻温度为675℃,说明磁性载体为赤铁矿。 古地磁结果表明,塔里木地块在晚侏罗—晚白垩世之间没有经历大规模的构造运动。有可能自晚白垩世之后相对西伯利亚地块向北东方向移动过  相似文献   

18.
A set of grey-purple layered volcanic rocks are found widely distributed from the mountain flank to the main peak of Daliuchong volcano, but it's difficult to identify whether they are volcaniclastic rock or lava rock just by field investigation and the crystal structure observation under microscope. The study of matrix microstructure of the volcanic rocks can help to identify the volcanic facies. We recognize the eruptive facies rocks through observation of the matrix microstructure and pore shape with comparison to those of the volcanic vent facies, extrusive facies and effusive facies rocks under microscope, thus the mentioned layered volcanic rocks could be named as dacitic crystal fragment tuff. Combining the joint work of field investigation, systematic sampling, chemical analyzing and microscopic observation, we summary the Daliuchong volcanic facies as follows:1. The effusive facies lava constitutes the base of Daliuchong volcano and was produced by early eruption.2. The explosive facies is composed of dacite crystal fragment welded tuff and volcanic breccia and mainly distributes on the W, S and NE flank of the volcanic cone.3. The volcanic conduit with its diameter more than one hundred meters is located about 100 meters south of the main peak of the Daliuchong volcano.4. The extrusive facies rock is only exposed near the peak of Daliuchong volcano.Therefore, the volcanism of Daliuchong volcano can be speculated as:Large-scale lava overflowing occurred in the early eruption period; then explosive eruptions happened; at last, the volcanisms ceased marked with magma extrusion as lava dome and plug.  相似文献   

19.
根据漳州地震台深井观测系统中探头上、下端面共8分量应变观测单元及台站洞体内伸缩仪的应变固体潮观测资料,利用相互垂直的一对线应变分量共5种组合的方式计算出本地的面应变,并与固体潮理论值进行两两相关分析比较。结果表明,深井观测系统的4种面应变组合的变化形态较伸缩仪面应变更接近固体潮面应变理论值,其中6#8#组合为最优组合,与固体潮理论值相关系数高达0.9418,而伸缩仪组合与理论值相差较大,相关系数仅为0.7838。Venedikov调和分析显示,深井观测系统的内在质量优于洞体内伸缩仪的观测质量。  相似文献   

20.
The surface ruptures produced by the 2016 MW7.8 Karkoura earthquake, New Zealand are distributed in a belt with~170km long and~35km wide, trending generally in the NE-SW direction. There are at least 12 faults on which meter-scale displacements are identified and they were formed across two distinct seismotectonic provinces with fundamental different characteristics(Hamling et al., 2017; Litchfield et al., 2017). Although the trending directions of the seismic surface ruptures vary greatly at different locations, the ruptured faults can be generally divided into two groups with the NE to NEE direction and the NNW to N direction, respectively. The faults in the NNW-near NS direction are nearly parallel with 40~50km apart and featured by reverse movement with the maximum displacement of 5~6m. The faults in the NE-NNE direction, with the maximum of 25~30km apart are not continuous and featured by the dextral strike slip with the largest displacement of 10~12m. Even if some faults along the NE-NEE direction are end to end connected, their strikes differ by about 30°. The combination styles of the strike-slip fault surface ruptures along the NE-NEE direction can be merged into 3 categories, including en-echelon, bifurcation and parallel patterns. The scales of the fault surface ruptures with the same structural style could be obviously different in different areas, which results in significant changes in the widths of deformation zone, from tens of meters to hundreds of meters. En-echelon distributed surface rupture(section)can appear as a combination belt of meter-scale to dozens of meter-scale shear fracture with bulge and compressional shear fractures, and also can be characterized by the combination of the left-step en-echelon tensile shear fractures with a length of more than one hundred meters. The step-overs between surface rupture sections are clearly different in sizes, which can be dozens of meters, hundreds of meters to several kilometers. The spacing between parallel surface ruptures can be several meters, dozens of meters to several kilometers. Besides, as one of the prominent characteristics, the seismic surface ruptures caused by the Karkoura earthquake broke through the known distribution pattern of active faults. The surface ruptures can occur either on the previously thought inactive or unmapped faults, or break through the distribution range of previously realized active faults in the striking or lateral direction. The basic features about the distribution and widths of the surface ruptures induced by the 2016 MW7.8 Karkoura earthquake, New Zealand presented in this paper might be helpful for understanding some seismic problems such as complex corresponding relationship between the active faults and the deep seismogenic structure, and the necessary measurements for engineering crossing active faults.  相似文献   

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